Northlake 635(5)-LR000217IN-PLACE DENSITY TING
Date of Service: 02/01/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.:
Project No.:
Project:
0003370
94991457
8901 Carpenter Frwy. Suite #1~
~, T"**? 7S247
Report Date
02/17/2000
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: In-place density testing.
CONTRACTOR:
Butler Construction
PROJECT DATA
MOISTURE DENSITY RELATIONS:
MID No. Description
Laboratory T~st M~aod:
ASTM D-698
Moistm'e %
I Dark brown clay 21.0
100.0
Field Test Method:
ASTM D2922
ASTM D3017
Project Requiremeats
Mo~tare mmity
+3% or above 92%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D
NO TEST LOCATION DEPTH ELEV No.
MOISTURE DRY DENSITY DENSITY
(%) (pO') (% max)
Water Injected Subgrade
65 Building line H/2 Final 1 25.6
66 Building line G/3 Final 1 26.0
67 Building line F/4 Final 1 ,24.9
68 Building line E/2 Final 1 24.3
69 Building line E/4 Final I 24.0
Test results on this report meet project specification.
94.7
96.4
93.6
96.1
95.9
NOTE:
The above in-place density tests are retests. The orginial in-place
density tests passed but it rained on the pad befor the select fill was
placed.
Second Trip: 5:00 p.m. to 6:00 p.m.
Technician: Roy Montgomery
~ Distribution:
(1) Transwe~tem Property Company
(1) O'Brien & Associates
( I ) Technistrucmres, Inc.
(I) Buffer Construction
Started: 10:00a
(1) City of Copl~ll
(1) City of Coppell
Finished: 1 l:OOa
H~ E~g, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for thc usc of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Bngineming, Inc.
07SS Page I of I
I -PLACE DENSITY STING
Date of Service: 02/07/2000 Report No.:
Client No.: 85229000 Project No.:
Client: Transwestern Property Company Project:
Arm: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
0003840
94991457
a di~io~ of ~
8901 Carpenter lrrwy., Suit~ #1~O
Dallas, Temm 75~47
I
Report Date
02/17/2000
Coppell Commerce Center
1234 Lakeshorc (Bldg. B)
Coppell, Texas
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
PROJECT DATA
Lahoratory Test Method:
ASTM D-698
Fidd Te~t Method:
ASTM D2922
ASTM D3017
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dk brown clay 21.5 100.0 +3% or above 92%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (imf) (% max)
Water Injected Subgrade
70 Building line J/10 Final 1 24.8 95.6 96
71 Building line J.5/9 Final 1 24.9 94.9 95
72 Building line J/7 Final 1 24.7 94.4 94
73 Building line J.5/5 Final 1 26.0 93.0 93
74 Building line K/3 Final 1 24.8 95.3 95
75 Building line J/1.5 Final 1 25.2 92.9 93
76 Building line L/1.8 Final I 24.9 97.2 97
77 Building line Id3 Final I 24.9 97.0 97
78 Building line K/5 Final I 24.8 96.0 96
79 Building line L.5/6 Final I 25.3 94.8 95
80 Building line K.8/8 Final 1 25.0 95.2 95
81 Building line L.5/10.3 Final 1 25.6 94.1 94
Test results on this report meet
project sPecification.
This report is exclusively for the use of thc client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, inc.
07SDS Page I of 2
REPORT OF DRILLED BELLED PIERS
Project:
Coppell Commerce Center
1234 Lakeshore (Bldg. B), Coppell, Texas
Project No.: 94991457
Report No.: 0004697
Date of Service: 02/17/00
Technician: R. Montgomery
Paue: 1 of 1
8901 ~ Fnvy., Suite #100
Dnllas, Toxin 75247
Pier Identification I J9 I_/10 I./11 J/3 J/4 J/6 J/7 ..........
Pier Diameter (in.) 24 24 24 24 24 24 24
Bell Diameter (in.) 54 54 54 54 54 54 54
Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 99.0
Req. Depth from Exist. Grade (It) 18.00 18.00 18.00 18.00 18.00 18.00 18.00
Initial Depth of Pier from Existing
Grade (It) 18.67 18.58 18.25 18.83 18.33 18.83 18.58 .....
Final Depth of Pier from Existing
Grade (it) 18.75 18.58 18.33 18.83 18.33 18.83 18.58
Depth from Top of Concrete (ft) 18.25 18.00 17.67 18.16 17.83 18.25 18.16
Oondition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yse or no) Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A NIA N/A N/A
Cased Depth (ft) NIA N/A NIA NIA N/A NIA N/A
Number of Vertical Elam (ea'.) 6 6 6 6 6 6 6
Reinforcing Bar Size (at) 6 6 6 6 6 6 6
Length of Vertical ,Barn (ft.) 17.75 17.50 17.16 17.58 17.33 17.75 17.58
TimeDflllingmCompleted 8:28a.m. 9:00a.m. 8:30a.m. 10:12a.m. 10:26a.m. 10:40a.m. 11:26a.m.
Time Concrete waa Placed 10:28a.m. 10:35a.m.! 10:40a.m. 11:08a.m. 11:13a.m. 11:18a.m. 11:42a.m.